TWI701376B - Formwork for concrete forming, concrete forming body formed by the concrete forming body, concrete structure using concrete forming body, method of manufacturing concrete forming body, and method of manufacturing concrete structure - Google Patents

Formwork for concrete forming, concrete forming body formed by the concrete forming body, concrete structure using concrete forming body, method of manufacturing concrete forming body, and method of manufacturing concrete structure Download PDF

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TWI701376B
TWI701376B TW104131492A TW104131492A TWI701376B TW I701376 B TWI701376 B TW I701376B TW 104131492 A TW104131492 A TW 104131492A TW 104131492 A TW104131492 A TW 104131492A TW I701376 B TWI701376 B TW I701376B
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concrete
stainless steel
protective layer
concrete forming
formwork
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TW104131492A
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Chinese (zh)
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TW201619481A (en
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今岡学
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日商東洋鋁股份有限公司
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/38Treating surfaces of moulds, cores, or mandrels to prevent sticking
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/05Forming boards or similar elements the form surface being of plastics

Abstract

本發明提供一種可反覆使用之混凝土成形用模板。混凝土成形用模板(10)具備:基材(1);及保護層(2),其設置於基材(1)之表面之至少一部分;且保護層(2)包含薄片狀不鏽鋼粒子(21)。 The invention provides a formwork for concrete forming which can be used repeatedly. The template (10) for forming concrete includes: a base material (1); and a protective layer (2) provided on at least a part of the surface of the base material (1); and the protective layer (2) includes flaky stainless steel particles (21) .

Description

混凝土成形用模板、以其成形之混凝土成形體、使用混凝土成形體之混凝土結構體、混凝土成形體之製造方法及混凝土結構體之製造方法 Formwork for concrete forming, concrete forming body formed by the same, concrete structure using concrete forming body, method for manufacturing concrete forming body, and method for manufacturing concrete structure

本發明係關於一種混凝土成形用模板、以其成形之混凝土成形體、使用混凝土成形體之混凝土結構體、混凝土成形體之製造方法及混凝土結構體之製造方法。 The present invention relates to a formwork for forming concrete, a concrete forming body formed by the concrete forming body, a concrete structure using the concrete forming body, a method for manufacturing a concrete forming body, and a method for manufacturing a concrete structure.

固化前之混凝土(以下,亦稱為「預拌混凝土」)係碎石或砂礫等骨材、水泥、及水混練而成之具有流動性者。預拌混凝土成形體係藉由如下方式製作:將預拌混凝土投入至混凝土成形用模板(以下,亦稱為「模板」),對所投入之預拌混凝土施加振動而進行壓實,之後使預拌混凝土固化。 The concrete before curing (hereinafter, also referred to as "ready-mixed concrete") is a fluid mixture made of aggregates such as gravel or gravel, cement, and water. The ready-mixed concrete forming system is produced by putting ready-mixed concrete into a form for concrete forming (hereinafter also referred to as "formwork"), applying vibration to the put-in ready-mixed concrete to compact it, and then making the ready-mixed concrete The concrete is cured.

作為模板之材料,通常已知有木材、紙、金屬、樹脂等。作為金屬,可列舉鐵(例如碳鋼等)、不鏽鋼、鋁及鋁合金等。其中,鋁及鋁合金係於輕量且具有相對較高之強度之方面優異。 As the material of the template, wood, paper, metal, resin, etc. are generally known. Examples of metals include iron (for example, carbon steel, etc.), stainless steel, aluminum, and aluminum alloys. Among them, aluminum and aluminum alloys are excellent in light weight and relatively high strength.

然而,鋁製之模板係於未對其表面實施任何處理之情形時,鋁與混凝土中之鹼成分反應,從而所獲得之混凝土之表面狀態不會變光滑而損壞精加工之外觀。因此,通常對鋁製之模板之表面施加作為保護層之塗膜、或實施保護處理。 However, when the aluminum formwork is not treated on its surface, the aluminum reacts with the alkali components in the concrete, so that the surface of the obtained concrete will not become smooth and damage the appearance of the finishing. Therefore, the surface of the template made of aluminum is usually applied with a coating film as a protective layer or subjected to a protective treatment.

例如,於日本專利特開2002-327532號公報(專利文獻1)中,揭示有對表面實施氧化鋁膜處理,進而施加有包含丙烯酸系樹脂之塗膜之 鋁製之模板。又,於日本專利特開平07-195342號公報(專利文獻2)中,揭示有塗佈有表面被覆層之鋁合金製之模板,該表面被覆層具有最內層及最外層,該最內層包含含有(甲基)丙烯酸系聚合物之樹脂層,該最外層包含含有氟-(甲基)丙烯酸系共聚物之樹脂層。 For example, in Japanese Patent Laid-Open No. 2002-327532 (Patent Document 1), it is disclosed that the surface is treated with an alumina film, and then a coating film containing acrylic resin is applied. Aluminum template. In addition, Japanese Patent Laid-Open No. 07-195342 (Patent Document 2) discloses a template made of aluminum alloy coated with a surface coating layer having an innermost layer and an outermost layer, and the innermost layer It comprises a resin layer containing a (meth)acrylic polymer, and the outermost layer comprises a resin layer containing a fluorine-(meth)acrylic copolymer.

[先前技術文獻] [Prior Technical Literature] [專利文獻] [Patent Literature]

[專利文獻1]日本專利特開2002-327532號公報 [Patent Document 1] Japanese Patent Laid-Open No. 2002-327532

[專利文獻2]日本專利特開平07-195342號公報 [Patent Document 2] Japanese Patent Laid-Open No. 07-195342

然而,如專利文獻1及專利文獻2中所揭示之先前之模板係形成於模板表面之塗膜之硬度並不高,故而如下情形較多:於向混凝土成形用模板澆注預拌混凝土時,因骨材碰撞至模板表面產生之衝擊或與為了實現振動使用之振搗器接觸而模板表面之塗膜受損。又,於進行脫模時,亦存在於現場作業時產生撞擊傷或擦傷之情形。而且,就受損之結果而言,塗膜之具有撞擊傷之部分成為鋁露出之狀態,故而有鋁與混凝土中之鹼成分反應,從而所獲得之混凝土之表面狀態不會變光滑而損壞精加工之外觀之虞。 However, as disclosed in Patent Literature 1 and Patent Literature 2, the hardness of the coating film formed on the surface of the former template is not high. Therefore, there are many cases in which the ready-mixed concrete is poured into the concrete forming template. The impact caused by the impact of the bone material on the surface of the template or the contact with the vibrator used to achieve vibration causes the coating film on the surface of the template to be damaged. In addition, during demolding, there are also situations where impact injuries or scratches occur during field operations. Moreover, as for the result of damage, the part of the coating film with impact damage becomes the state where aluminum is exposed, so aluminum reacts with the alkali component in the concrete, so that the surface state of the obtained concrete will not become smooth and damage the fine The appearance of processing.

進而,存在如下傾向:混凝土與模板密接,從而混凝土與模板之分離(脫模)花費時間、或於模板之一部分附著混凝土。因此,無法獲得所需之形狀之混凝土成形體,又,產生無法反覆利用模板之問題。 Furthermore, there is a tendency that the concrete and the formwork are in close contact, so that it takes time to separate (release) the concrete and the formwork, or the concrete adheres to a part of the formwork. Therefore, it is impossible to obtain a concrete formed body of the desired shape, and there is a problem that the formwork cannot be repeatedly used.

本發明係鑒於如上所述之現狀而完成者,其目的在於提供一種可反覆使用之混凝土成形用模板、以其成形之混凝土成形體、使用混凝土成形體之混凝土結構體、混凝土成形體之製造方法及混凝土結構體之製造方法。 The present invention was completed in view of the above-mentioned status quo, and its object is to provide a reusable concrete forming formwork, a concrete forming body formed by the same, a concrete structure using the concrete forming body, and a method for manufacturing the concrete forming body And the manufacturing method of concrete structure.

本發明之混凝土成形用模板包含:基材;及保護層,其設置於基材之表面之至少一部分;且保護層包含薄片狀不鏽鋼粒子。 The concrete forming template of the present invention includes: a substrate; and a protective layer provided on at least a part of the surface of the substrate; and the protective layer includes flaky stainless steel particles.

於上述混凝土成形用模板中,較佳為基材包含鋁或鋁合金中之至少任一種。 In the above-mentioned concrete forming form, it is preferable that the base material contains at least any one of aluminum or an aluminum alloy.

於上述混凝土成形用模板中,較佳為保護層包含5質量%以上且58質量%以下之薄片狀不鏽鋼粒子。 In the above-mentioned concrete forming form, it is preferable that the protective layer contains flaky stainless steel particles of 5 mass% or more and 58 mass% or less.

於上述混凝土成形用模板中,較佳為薄片狀不鏽鋼粒子之網眼150μm之篩網之通過率為99.0重量%以上。 In the above-mentioned concrete forming formwork, it is preferable that the pass rate of the sieve of 150 μm mesh of flaky stainless steel particles is 99.0% by weight or more.

本發明亦係關於一種以上述混凝土成形用模板成形之混凝土成形體、及具備混凝土成形體之混凝土結構體。 The present invention also relates to a concrete formed body formed by the above-mentioned concrete forming template and a concrete structure provided with the concrete formed body.

本發明之混凝土成形體之製造方法包括如下步驟:將1個或2個以上之混凝土成形用模板配置成所需之位置關係,向混凝土成形用模板內填充預拌混凝土之步驟;及將預拌混凝土固化而成之混凝土成形體與混凝土成形用模板分離之步驟。 The manufacturing method of the concrete forming body of the present invention includes the steps of: arranging one or more concrete forming templates into a desired positional relationship, filling the concrete forming templates with ready-mixed concrete; and mixing the ready-mixed concrete The step of separating the concrete formed body formed by the curing of concrete from the formwork for concrete forming.

本發明之混凝土結構體之製造方法具備如下步驟:使用藉由上述混凝土成形體之製造方法所製造之混凝土成形體而製造混凝土結構體之步驟。 The manufacturing method of the concrete structure of this invention has the following steps: The step of manufacturing a concrete structure using the concrete formed body manufactured by the manufacturing method of the said concrete formed body.

根據本發明之混凝土成形用模板,發揮可反覆使用之效果。 According to the formwork for concrete forming of the present invention, the effect of being able to be used repeatedly is exerted.

1‧‧‧基材 1‧‧‧Substrate

1a‧‧‧表面 1a‧‧‧surface

1b‧‧‧表面 1b‧‧‧surface

2‧‧‧保護層 2‧‧‧Protection layer

3‧‧‧第1中間層 3‧‧‧The first middle layer

4‧‧‧第2中間層 4‧‧‧Second middle layer

10‧‧‧混凝土成形用模板 10‧‧‧Formwork for concrete forming

21‧‧‧薄片狀不鏽鋼粒子 21‧‧‧Flake stainless steel particles

22‧‧‧樹脂 22‧‧‧Resin

II‧‧‧區域 II‧‧‧Region

圖1係實施形態之混凝土成形用模板之模式性之剖視圖。 Fig. 1 is a schematic cross-sectional view of the concrete forming formwork of the embodiment.

圖2係放大表示圖1之區域II之模式圖。 Fig. 2 is an enlarged schematic diagram showing area II of Fig. 1.

[混凝土成形用模板及其製造方法] [Formwork for forming concrete and its manufacturing method]

<混凝土成形用模板之構成> <Composition of Formwork for Concrete Forming>

於圖1中,表示本實施形態之混凝土成形用模板(以下,亦稱為「模板」)之模式性之剖視圖。如圖1所示,本實施形態之模板10包括基材1、及設置於基材1之一表面1a之保護層2。 Fig. 1 shows a schematic cross-sectional view of a concrete forming form (hereinafter, also referred to as "form") of this embodiment. As shown in FIG. 1, the template 10 of this embodiment includes a substrate 1 and a protective layer 2 provided on a surface 1 a of the substrate 1.

又,如圖1所示,模板10亦可於基材1與保護層2之間具有任意之其他層。本實施形態中之其他層包含設置於基材1之表面1a側之第1中間層3、及設置於第1中間層3與保護層2之間之第2中間層4。 Moreover, as shown in FIG. 1, the template 10 may also have any other layer between the base material 1 and the protective layer 2. The other layers in this embodiment include the first intermediate layer 3 provided on the surface 1 a side of the base material 1 and the second intermediate layer 4 provided between the first intermediate layer 3 and the protective layer 2.

模板10之形狀並無特別限制,只要為可構成能夠成形所需之混凝土成形體之空間之形狀即可。例如,於以製造圓柱狀之混凝土成形體為目的之情形時,模板10可為圓筒形狀,亦可為呈圓弧之板狀構件且能夠藉由複數個板狀構件之組合而形成圓筒形狀之形狀。 The shape of the form 10 is not particularly limited, as long as it is a shape that can form a space for forming the required concrete formed body. For example, when the purpose is to manufacture a cylindrical concrete formed body, the form 10 may be a cylindrical shape, or a plate-shaped member in a circular arc, and a cylinder can be formed by a combination of a plurality of plate-shaped members The shape of the shape.

(基材) (Substrate)

基材1之材質並無特別限制,可使用木材、紙、金屬、樹脂(合成樹脂及天然樹脂)、及該等之複合材等。作為金屬,可列舉鐵(例如碳鋼等)、不鏽鋼、鎂、鎂合金、鋁、鋁合金。其中,就輕量、作業性優異、具備相對較高之強度且廉價之方面而言,較佳為鋁或鋁合金。作為鋁合金,只要包含作為主要金屬之鋁,則其他含有金屬並無特別限定,例如可列舉包含鋁、及選自矽、鎂、過渡金屬中之至少1種以上之合金。於本實施形態中,對基材1之材質為鋁之情形進行說明。 The material of the substrate 1 is not particularly limited, and wood, paper, metal, resin (synthetic resin and natural resin), and these composite materials can be used. Examples of the metal include iron (for example, carbon steel), stainless steel, magnesium, magnesium alloy, aluminum, and aluminum alloy. Among them, aluminum or an aluminum alloy is preferable in terms of light weight, excellent workability, relatively high strength, and low cost. The aluminum alloy is not particularly limited as long as it contains aluminum as the main metal. For example, alloys containing aluminum and at least one selected from silicon, magnesium, and transition metals can be cited. In this embodiment, a case where the material of the base material 1 is aluminum will be described.

基材1之形狀與模板10之形狀大致一致。又,基材1之厚度並無特別限制,較佳為0.1mm以上且50mm以下,更佳為1mm以上且5mm以下。於該情形時,模板10可具有充分之強度,又,亦可維持輕量性、廉價性。 The shape of the substrate 1 is approximately the same as the shape of the template 10. In addition, the thickness of the substrate 1 is not particularly limited, but is preferably 0.1 mm or more and 50 mm or less, and more preferably 1 mm or more and 5 mm or less. In this case, the template 10 can have sufficient strength, and can also maintain light weight and low cost.

(保護層) (The protective layer)

保護層2係設置於基材1之表面之至少一部分。例如,保護層2可設置於表面1a,亦可設置於表面1a之相反側之表面1b,且亦可設置於表面1a、1b之兩面,只要至少設置於與混凝土接觸之側之表面即可。 於本實施形態中,保護層2係設置於基材1之表面1a之最表面且與混凝土接觸之層。 The protective layer 2 is provided on at least a part of the surface of the substrate 1. For example, the protective layer 2 can be provided on the surface 1a, on the surface 1b on the opposite side of the surface 1a, and on both surfaces of the surfaces 1a and 1b, as long as it is provided on the surface at least on the side in contact with the concrete. In this embodiment, the protective layer 2 is a layer provided on the outermost surface of the surface 1a of the base material 1 and in contact with concrete.

如圖2所示,保護層2包含薄片狀不鏽鋼粒子21。具體而言,保護層2係於樹脂22中分散有薄片狀不鏽鋼粒子21之層,作為任意之成分,亦可包含添加劑。 As shown in FIG. 2, the protective layer 2 includes flaky stainless steel particles 21. Specifically, the protective layer 2 is a layer in which the flaky stainless steel particles 21 are dispersed in the resin 22, and may contain additives as optional components.

保護層2較佳為包含5質量%以上且58質量%以下之薄片狀不鏽鋼粒子21。於保護層2中之薄片狀不鏽鋼粒子21之含量為5質量%以上之情形時,保護層2可具有較高之硬度。藉此,於受到因骨材碰撞至模板10之表面產生之衝擊、或與為了實現振動而使用之振搗器接觸產生之衝擊之情形時,亦可抑制保護層2受損,進而可抑制基材1與混凝土中之鹼成分等之反應。又,於保護層2中,薄片狀不鏽鋼粒子可配向成層狀(參照圖2),故而可有效率地抑制混凝土中之成分(鹼成分等浸透性成分)沿保護層2之厚度方向浸透。藉此,可抑制因浸透性成分之浸透引起之保護層之損傷、劣化、或因浸透性成分與基材1之接觸引起之基材1之腐蝕。 The protective layer 2 preferably contains flaky stainless steel particles 21 of 5 mass% or more and 58 mass% or less. When the content of the flaky stainless steel particles 21 in the protective layer 2 is more than 5% by mass, the protective layer 2 may have higher hardness. Thereby, when the impact caused by the impact of the bone material on the surface of the template 10 or the impact caused by the contact with the vibrator used to realize the vibration, the damage of the protective layer 2 can be suppressed, and the substrate can be suppressed. The reaction between material 1 and the alkali components in concrete. In addition, in the protective layer 2, the flaky stainless steel particles can be aligned in layers (see FIG. 2 ), so that the components (permeable components such as alkali components) in the concrete can be effectively prevented from penetrating in the thickness direction of the protective layer 2. Thereby, the damage and deterioration of the protective layer caused by the penetration of the penetrating component, or the corrosion of the substrate 1 caused by the contact between the penetrating component and the substrate 1 can be suppressed.

另一方面,於保護層2中之薄片狀不鏽鋼粒子21之含量超過58質量%之情形時,樹脂22之含量相對下降,藉此存在保護層2之龜裂之產生頻率變高之傾向。若於保護層2產生龜裂,則亦存在保護層2之硬度下降而保護層之損傷自龜裂之部分擴展、或根據情形而保護層2剝離之情形。於該情形時,有無法抑制基材1與混凝土中之鹼成分等之反應之虞,亦有獲得之混凝土成形體之表面形狀亦不會變光滑之虞。保護層2中之薄片狀不鏽鋼粒子21之含量更佳為23質量%以上且55質量%以下。 On the other hand, when the content of the flaky stainless steel particles 21 in the protective layer 2 exceeds 58% by mass, the content of the resin 22 is relatively decreased, thereby the frequency of occurrence of cracks in the protective layer 2 tends to increase. If a crack occurs in the protective layer 2, the hardness of the protective layer 2 may decrease and the damage of the protective layer may extend from the cracked part, or the protective layer 2 may peel off depending on the situation. In this case, there is a possibility that the reaction between the base material 1 and the alkali component in the concrete cannot be suppressed, and the surface shape of the obtained concrete formed body may not become smooth. The content of the flaky stainless steel particles 21 in the protective layer 2 is more preferably 23% by mass or more and 55% by mass or less.

保護層2較佳為包含42質量%以上且95質量%以下之樹脂22。於保護層2中之樹脂22之含量為42質量%以上之情形時,可抑制保護層2之龜裂之產生。於保護層2中之樹脂22之含量超過95質量%之情形 時,薄片狀不鏽鋼粒子21之含量相對下降,藉此存在保護層2之硬度下降、或抑制構成混凝土之成分之浸透之效果下降的傾向。保護層2中之樹脂22之含量更佳為50質量%以上且70質量%以下。 The protective layer 2 preferably contains 42% by mass or more and 95% by mass or less of the resin 22. When the content of the resin 22 in the protective layer 2 is 42% by mass or more, the generation of cracks in the protective layer 2 can be suppressed. When the content of resin 22 in the protective layer 2 exceeds 95% by mass At this time, the content of the flaky stainless steel particles 21 is relatively decreased, whereby the hardness of the protective layer 2 or the effect of suppressing the penetration of the components of the concrete tends to decrease. The content of the resin 22 in the protective layer 2 is more preferably 50% by mass or more and 70% by mass or less.

保護層2之厚度並無特別限定,例如可設為10μm以上且100μm以下。於該情形時,能夠以沿保護層2中之厚度方向按照層狀重疊複數個之方式排列薄片狀不鏽鋼粒子21,故而保護層2可具有更高之硬度,又,可有效率地防止浸透性成分之浸透。與此相對,於保護層2之厚度未達10μm之情形時,存在保護層2之硬度變得不充分之傾向,於超過100μm之情形時,存在形成保護層2時之作業性下降、或成本增大之傾向。 The thickness of the protective layer 2 is not particularly limited. For example, it can be 10 μm or more and 100 μm or less. In this case, the flaky stainless steel particles 21 can be arranged in a layered manner along the thickness direction of the protective layer 2, so that the protective layer 2 can have higher hardness and can effectively prevent the penetration Soaking of ingredients. In contrast, when the thickness of the protective layer 2 is less than 10 μm, the hardness of the protective layer 2 tends to become insufficient. When the thickness exceeds 100 μm, the workability when forming the protective layer 2 decreases or the cost Increasing tendency.

保護層2中所包含之薄片狀不鏽鋼粒子21之組成並無特別限定,例如可列舉鐵氧體系不鏽鋼、奧氏體系不鏽鋼、麻田散體系不鏽鋼、雙相系不鏽鋼等公知之不鏽鋼。 The composition of the flaky stainless steel particles 21 contained in the protective layer 2 is not particularly limited, and examples thereof include well-known stainless steels such as ferrite stainless steel, austenitic stainless steel, Matian stainless steel, and duplex stainless steel.

特別是,就具有較高之耐蝕性及加工性之方面而言,較佳為使用鐵氧體系不鏽鋼或奧氏體系不鏽鋼。於鐵氧體系不鏽鋼中,較佳為SUS(Steel Use Stainless,日本不鏽鋼標準)430、日新製鋼股份有限公司製造之NSS445M2及NSS447M1,於奧氏體系不鏽鋼中,較佳為SUS304、SUS316、SUS316L。又,就於極其嚴酷之腐蝕環境下亦具有較高之耐蝕性之方面而言,亦可較佳地使用日新製鋼股份有限公司製造之NSSURC。 In particular, it is preferable to use ferrite stainless steel or austenitic stainless steel in terms of high corrosion resistance and workability. Among ferrite stainless steels, SUS (Steel Use Stainless, Japanese Stainless Steel Standard) 430, NSS445M2 and NSS447M1 manufactured by Nisshin Steel Co., Ltd. are preferred. Among austenitic stainless steels, SUS304, SUS316, and SUS316L are preferred. . In addition, in terms of high corrosion resistance under extremely severe corrosive environments, NSSURC manufactured by Nisshin Steel Co., Ltd. can also be preferably used.

再者,薄片狀不鏽鋼粒子21亦可包含除不鏽鋼以外之不可避免之雜質。然而,就耐蝕性及加工性之觀點而言,較佳為薄片狀不鏽鋼粒子21中之不可避免之雜質之含有比率為1質量%以下。 Furthermore, the flaky stainless steel particles 21 may also contain inevitable impurities other than stainless steel. However, from the viewpoint of corrosion resistance and workability, it is preferable that the content ratio of the inevitable impurities in the flaky stainless steel particles 21 be 1% by mass or less.

又,薄片狀不鏽鋼粒子21較佳為網眼150μm之篩網之通過率為99.0質量%以上。即,本實施形態之薄片狀不鏽鋼粒子21係具有薄片形狀之粒子之集合體,較佳為該集合體中之99.0質量%以上通過網眼 150μm之篩網。 In addition, it is preferable that the flaky stainless steel particles 21 have a 150 μm mesh with a pass rate of 99.0% by mass or more. That is, the flaky stainless steel particles 21 of this embodiment are an aggregate of particles having a flaky shape, and it is preferable that 99.0% by mass or more of the aggregate pass through the mesh 150μm mesh.

於本說明書中,篩網之「通過率」於將進行利用濕式篩網之篩分前之薄片狀不鏽鋼粒子之質量設為S1、將進行篩分後殘留於篩網之薄片狀不鏽鋼粒子之質量設為S2之情形時,可基於下述式(1)而求出。 In this manual, the "pass rate" of the screen is defined as the mass of the flaky stainless steel particles before sieving with the wet screen as S1, and the flaky stainless steel particles remaining on the screen after the sieving When the mass is S2, it can be obtained based on the following formula (1).

通過率(質量%)={(S1-S2)/S1}×100 (1)。 Pass rate (mass%)={(S1-S2)/S1}×100 (1).

於薄片狀不鏽鋼粒子21針對網眼150μm之篩網之通過率為99.0質量%以上之情形時,於保護層2中,薄片狀不鏽鋼粒子21易於沿保護層2之厚度方向平行排列為層狀,故而保護層2之表面可具有更高之平滑性。若保護層2之表面之平滑性較高,則所獲得之混凝土成形體之表面易於變光滑,又,模板10與混凝土成形體之分離亦易於變容易。 When the flaky stainless steel particles 21 have a pass rate of 99.0% by mass or more with respect to a 150μm mesh, in the protective layer 2, the flaky stainless steel particles 21 are easy to be arranged in parallel along the thickness direction of the protective layer 2. Therefore, the surface of the protective layer 2 can have higher smoothness. If the smoothness of the surface of the protective layer 2 is high, the surface of the obtained concrete formed body is likely to become smooth, and furthermore, the separation of the formwork 10 and the concrete formed body is also likely to be easier.

另一方面,於網眼150μm之篩網之通過率未達99.0質量%之情形時,因薄片狀不鏽鋼粒子21自保護層2之表面突出,故而有保護層2之表面之平滑性變低、或變得易於在保護層2中產生空洞之傾向。若薄片狀不鏽鋼粒子21自保護層2之表面突出,則變得易於自該部分產生龜裂,若於保護層2中產生空洞,則保護層2變得易於自空洞部分剝離。薄片狀不鏽鋼粒子21針對網眼150μm之篩網之通過率更佳為99.9%以上。 On the other hand, when the pass rate of the 150μm mesh is less than 99.0% by mass, the flaky stainless steel particles 21 protrude from the surface of the protective layer 2, so the smoothness of the surface of the protective layer 2 becomes low. Or, it becomes easy to generate voids in the protective layer 2. If the flaky stainless steel particles 21 protrude from the surface of the protective layer 2, cracks are likely to occur from this part, and if a cavity is generated in the protective layer 2, the protective layer 2 becomes easy to peel from the cavity. The pass rate of the flaky stainless steel particles 21 to a sieve with a mesh of 150 μm is more preferably 99.9% or more.

又,薄片狀不鏽鋼粒子21較佳為體積累積粒度分佈之90%之直徑(D90)為70μm以下,更佳為55μm以下,進而較佳為52μm以下。於該情形時,亦可形成缺陷更少之保護層2,故而具備該保護層2之模板10可具有更高之硬度、及更高之耐蝕性,可發揮出脫模性良好且能夠反覆使用之優異效果。 In addition, the flaky stainless steel particles 21 preferably have a diameter (D 90 ) of 90% of the cumulative volume particle size distribution of 70 μm or less, more preferably 55 μm or less, and still more preferably 52 μm or less. In this case, the protective layer 2 with fewer defects can also be formed, so the template 10 provided with the protective layer 2 can have higher hardness and higher corrosion resistance, can exhibit good mold release and can be used repeatedly The excellent effect.

又,因相同之原因而薄片狀不鏽鋼粒子21之體積累積粒度分佈之50%的直徑(D50)較佳為1μm以上且100μm以下,更佳為3μm以上且50μm以下,更佳為5μm以上且50μm以下,特佳為8μm以上且29μm 以下。 In addition, for the same reason, the diameter (D 50 ) of 50% of the volume cumulative particle size distribution of the flaky stainless steel particles 21 is preferably 1 μm or more and 100 μm or less, more preferably 3 μm or more and 50 μm or less, more preferably 5 μm or more and 50 μm or less, particularly preferably 8 μm or more and 29 μm or less.

於本說明書中,「體積累積粒度分佈」係指測定薄片狀不鏽鋼粒子之體積平均粒徑而獲得之體積累積粒度分佈。例如,所謂「50%之直徑為1μm以上且100μm以下」係指於縱軸為累積頻率(%)且橫軸為粒徑(μm)之體積累積粒度分佈曲線中,累積度50%之粒徑為1μm以上且100μm以下。相同地,所謂「90%之直徑為70μm以下」係指於縱軸為累積頻率(%)且橫軸為粒徑(μm)之體積累積粒度分佈曲線中,累積度90%之粒徑為70μm以下。再者,上述體積平均粒徑可藉由如下方式求出:基於藉由雷射繞射法而測定到之粒度分佈,算出其體積平均。 In this specification, "volume cumulative particle size distribution" refers to the volume cumulative particle size distribution obtained by measuring the volume average particle size of flaky stainless steel particles. For example, the so-called "50% diameter is 1μm or more and 100μm or less" refers to the cumulative frequency (%) on the vertical axis and the particle size (μm) on the horizontal axis of the volume cumulative particle size distribution curve, the cumulative degree of 50% of the particle size It is 1 μm or more and 100 μm or less. Similarly, the so-called "90% diameter is 70μm or less" means that in the volume cumulative particle size distribution curve with cumulative frequency (%) on the vertical axis and particle size (μm) on the horizontal axis, the particle size with a cumulative degree of 90% is 70μm the following. Furthermore, the above-mentioned volume average particle diameter can be obtained by calculating the volume average based on the particle size distribution measured by the laser diffraction method.

又,薄片狀不鏽鋼粒子較佳為其平均厚度(t)為0.01μm以上且1.0μm以下,平均粒徑(D50)為1μm以上且100μm以下。更佳為其平均厚度(t)為0.03μm以上且0.5μm以下,平均粒徑(D50)為3μm以上且50μm以下,進而較佳為t為0.03μm以上且0.33μm以下,D50為5μm以上且50μm以下,進而較佳為t為0.16μm以上且0.33μm以下,D50為8μm以上且29μm以下。於該情形時,在較薄之保護層2中、例如於10μm以下之厚度之保護層2中亦較佳地積層薄片狀不鏽鋼粒子,故而可提高對鹼成分等腐蝕物質(浸透性成分)之迷宮效應(遮斷效應)。 In addition, the flaky stainless steel particles preferably have an average thickness (t) of 0.01 μm or more and 1.0 μm or less, and an average particle diameter (D 50 ) of 1 μm or more and 100 μm or less. More preferably, the average thickness (t) is 0.03 μm or more and 0.5 μm or less, the average particle size (D 50 ) is 3 μm or more and 50 μm or less, and t is more preferably 0.03 μm or more and 0.33 μm or less, and D 50 is 5 μm. More than and 50 μm or less, more preferably t is 0.16 μm or more and 0.33 μm or less, and D 50 is 8 μm or more and 29 μm or less. In this case, flaky stainless steel particles are preferably laminated in the thinner protective layer 2, for example, in the protective layer 2 with a thickness of 10 μm or less. Therefore, the resistance to corrosive substances such as alkali components (permeable components) can be improved. Labyrinth effect (blocking effect).

又,薄片狀不鏽鋼粒子之硬度具有因如下情形而變高之傾向:平均粒徑(D50)較大之薄片狀不鏽鋼粒子之厚度相對變大,每個薄片狀不鏽鋼粒子之硬度變高。因此,具備包含滿足上述各特性之各範圍之薄片狀不鏽鋼粒子之保護層2的模板10可具有更高之硬度、及更高之耐蝕性,可發揮出脫模性良好且可反覆使用之優異效果。 In addition, the hardness of the flaky stainless steel particles tends to increase due to the fact that the thickness of the flaky stainless steel particles with a larger average particle size (D 50 ) is relatively larger, and the hardness of each flaky stainless steel particle becomes higher. Therefore, the template 10 provided with the protective layer 2 containing the flaky stainless steel particles satisfying the various ranges of the above-mentioned characteristics can have higher hardness and higher corrosion resistance, and can exhibit excellent mold release properties and repeated use. effect.

另一方面,於平均厚度(t)未達0.01μm之情形時,在製造步驟等中其處理變困難,於(t)超過1.0μm之情形時,為了實現較佳之積層而需使保護層2變厚。對於D50未達1μm之情形及超過100μm之情 形,亦產生相同之問題。 On the other hand, when the average thickness (t) is less than 0.01 μm, the processing becomes difficult in the manufacturing steps, etc., and when (t) exceeds 1.0 μm, the protective layer 2 is required to achieve a better build-up. Thicken. The same problem occurs when D 50 is less than 1 μm and when it exceeds 100 μm.

於本說明書中,薄片狀不鏽鋼粒子之平均厚度(t)係藉由根據JIS(Japanese Industrial Standards,日本工業標準)K5906:1998之順序之水面擴散面積法(cm2/g)而求出。 In this specification, the average thickness (t) of the flaky stainless steel particles is calculated by the water surface diffusion area method (cm 2 /g) in accordance with JIS (Japanese Industrial Standards) K5906: 1998.

又,於薄片狀不鏽鋼粒子21中,平均粒徑(D50)相對於平均厚度(t)之比即平均縱橫比(D50/t)較佳為5以上且500以下,更佳為10以上且100以下。 In addition, in the flaky stainless steel particles 21, the ratio of the average particle diameter (D 50 ) to the average thickness (t), that is, the average aspect ratio (D 50 /t), is preferably 5 or more and 500 or less, more preferably 10 or more And below 100.

於平均縱橫比未達5之情形時,呈難以充分地發揮抑制混凝土中之浸透性成分之浸透之效果的傾向。於平均縱橫比超過500之情形時,存在用以形成保護層2之塗料之黏度大幅增加而變得難以確保塗料中之適當的調配量之傾向。又,於平均縱橫比超過500之情形時,薄片狀不鏽鋼粒子21之鬆比重較小,故而存在保護層2中之薄片狀不鏽鋼粒子21間之間隙變多,結果保護層2之耐蝕性下降之傾向。又,存在因此而保護層2之硬度亦下降之傾向。 When the average aspect ratio is less than 5, it tends to be difficult to fully exhibit the effect of suppressing the penetration of the penetrating component in the concrete. When the average aspect ratio exceeds 500, there is a tendency that the viscosity of the paint used to form the protective layer 2 is greatly increased and it becomes difficult to ensure an appropriate amount of the paint. Moreover, when the average aspect ratio exceeds 500, the loose specific gravity of the flaky stainless steel particles 21 is small, so the gaps between the flaky stainless steel particles 21 existing in the protective layer 2 increase, and as a result, the corrosion resistance of the protective layer 2 decreases. tendency. Furthermore, there is a tendency that the hardness of the protective layer 2 also decreases due to this.

保護層2中所包含之樹脂22並無特別限定,例如可列舉環氧樹脂、聚酯樹脂、醇酸樹脂、丙烯酸系樹脂、丙烯酸聚矽氧樹脂、乙烯系樹脂、矽樹脂、聚醯胺樹脂、聚醯胺醯亞胺樹脂、氟樹脂、合成樹脂乳膠、熟練油、氯化橡膠、天然樹脂、胺基樹脂、酚系樹脂、聚異氰酸酯樹脂、尿素樹脂等。又,亦可適當地組合該等樹脂。 The resin 22 contained in the protective layer 2 is not particularly limited, and examples include epoxy resin, polyester resin, alkyd resin, acrylic resin, acrylic polysiloxane resin, vinyl resin, silicone resin, and polyamide resin. , Polyamide imide resin, fluororesin, synthetic resin latex, skilled oil, chlorinated rubber, natural resin, amino resin, phenol resin, polyisocyanate resin, urea resin, etc. Moreover, these resins can also be combined suitably.

作為任意地包含於保護層2中之添加劑,可列舉分散劑、消泡劑、抗沈澱劑、硬化觸媒、滑劑等。特別是,於欲更提高保護層2與混凝土成形體之剝離性之情形時,較佳為使用聚四氟乙烯、乙烯-四氟乙烯共聚物、聚氯三氟乙烯、聚氟乙烯、聚偏氟乙烯、六氟丙烯-全氟(烷基乙烯基醚)共聚物、氟乙烯聚丙烯共聚物等氟樹脂、四氟乙烯等氟系單體、聚矽氧系油、二硫化鉬、二硫化鎢、氮化硼、石墨等作為滑劑。該滑劑可採用包含於與保護層2為不同之層中之態樣,於 該情形時,不同之層亦可形成於保護層2之表面(與混凝土相接之最表面)。 Examples of additives optionally included in the protective layer 2 include dispersants, defoamers, anti-precipitation agents, hardening catalysts, and lubricants. In particular, when it is desired to further improve the peelability between the protective layer 2 and the concrete molded body, it is preferable to use polytetrafluoroethylene, ethylene-tetrafluoroethylene copolymer, polychlorotrifluoroethylene, polyvinyl fluoride, polyvinylidene Vinyl fluoride, hexafluoropropylene-perfluoro(alkyl vinyl ether) copolymer, fluorine resin such as vinyl fluoride polypropylene copolymer, fluorine monomer such as tetrafluoroethylene, silicone oil, molybdenum disulfide, disulfide Tungsten, boron nitride, graphite, etc. are used as lubricants. The slip agent can be contained in a layer different from the protective layer 2. In this case, different layers can also be formed on the surface of the protective layer 2 (the outermost surface in contact with the concrete).

(其他層) (Other layers)

第1中間層3為化合物覆膜。藉由於基材1之表面1a設置化合物覆膜,可提高與形成於其上之保護層2之密接性,又,於假設保護層2已受損之情形時,亦可抑制鋁與鹼成分之反應。再者,鋁之化合物覆膜為鉻酸鹽膜。 The first intermediate layer 3 is a compound coating film. By providing a compound coating on the surface 1a of the base material 1, the adhesion to the protective layer 2 formed thereon can be improved. In addition, when the protective layer 2 is assumed to be damaged, the aluminum and alkali components can be suppressed. reaction. Furthermore, the aluminum compound film is a chromate film.

第2中間層4係由公知之塗料作為打底塗料、中塗塗料、填縫塗料、最初塗料、著色塗料等而形成之塗膜。於基材1與保護層2之間設置有第2中間層4,藉此可修正基材1之表面之凹凸、或提高模板10之密接性。 The second intermediate layer 4 is a coating film formed of a well-known paint as a primer, intermediate paint, gap filler, initial paint, colored paint, etc. A second intermediate layer 4 is provided between the base material 1 and the protective layer 2 so as to correct the irregularities on the surface of the base material 1 or improve the adhesion of the template 10.

於本實施形態中,對模板10於基材1與保護層2之間具備作為化合物覆膜之第1中間層3、及作為藉由先前進行之塗裝而形成之塗膜即第2中間層4的情形進行了例示,但模板10之構成並不限定於此。例如,可不具有其他層,亦可僅具有第1中間層3或僅具有第2中間層4作為其他層,或者亦可更具備其他層。 In this embodiment, the template 10 is provided with a first intermediate layer 3 as a compound coating between the base material 1 and the protective layer 2, and a second intermediate layer as a coating formed by the previous coating The case of 4 is illustrated, but the configuration of the template 10 is not limited to this. For example, it may not have other layers, may have only the first intermediate layer 3 or only the second intermediate layer 4 as other layers, or may further include other layers.

<混凝土成形用模板之製造方法> <Manufacturing method of formwork for concrete forming>

本實施形態之模板10可藉由如下方式製造:例如,於鋁製之基材1之表面依序形成第1中間層3、第2中間層4及保護層2。基材1之形狀及大小係根據作為目標之混凝土成形體之形狀及大小而適當地設定。 The template 10 of this embodiment can be manufactured by the following method: for example, a first intermediate layer 3, a second intermediate layer 4, and a protective layer 2 are sequentially formed on the surface of a substrate 1 made of aluminum. The shape and size of the base material 1 are appropriately set according to the shape and size of the target concrete formed body.

作為化合物覆膜之第1中間層3可藉由鉻酸覆膜處理、磷酸-鉻酸覆膜處理等公知之方法而形成。 The first intermediate layer 3 as a compound coating can be formed by a known method such as chromic acid coating treatment and phosphoric acid-chromic acid coating treatment.

第2中間層4可藉由使用公知之下塗劑、中塗劑、填縫劑、底塗劑、著色劑之公知之塗佈方法而形成。 The second intermediate layer 4 can be formed by a well-known coating method using a well-known undercoating agent, middle coating agent, caulking agent, primer, and coloring agent.

保護層2可使用至少包含薄片狀不鏽鋼粒子及樹脂之塗料而形 成。作為塗料,有於成分中包含溶劑之溶劑型塗料、及不包含溶劑之粉體塗料,但就處理之容易性而言,較佳為溶劑型塗料。 The protective layer 2 can be formed using a paint containing at least flaky stainless steel particles and resin to make. As the paint, there are solvent-based paints that contain a solvent in the ingredients, and powder paints that do not contain a solvent, but in terms of ease of handling, solvent-based paints are preferred.

於使用溶劑型塗料之情形時,將塗料塗佈至第2中間層4上,一面使塗料中之溶劑蒸發,一面使樹脂硬化,藉此可形成保護層2。保護層2之塗佈方法並無特別限定,除公知之塗佈(塗敷)方法、例如藉由噴霧、毛刷、輥、浸漬等進行之塗佈方法以外,可使用印刷方法(噴墨印刷、網版印刷、凹版印刷)、滴下法等。 In the case of using a solvent-based paint, the paint is applied to the second intermediate layer 4, while evaporating the solvent in the paint, and curing the resin, thereby forming the protective layer 2. The coating method of the protective layer 2 is not particularly limited. In addition to the well-known coating (coating) method, such as spray, brush, roller, dipping, etc., a printing method (inkjet printing) can be used. , Screen printing, gravure printing), dripping method, etc.

該塗料中所包含之薄片狀不鏽鋼粒子係保護層2中之薄片狀不鏽鋼粒子,例如可藉由以下方式製作。 The flaky stainless steel particles in the protective layer 2 of the flaky stainless steel particles contained in the paint can be produced, for example, by the following method.

首先,使用公知之霧化法、破碎法、旋轉圓盤法、旋轉電極法、空蝕法、熔融紡絲法等製作不鏽鋼粒子(第1粒子)。就製造成本、均勻性之觀點而言,較佳為使用霧化法。 First, stainless steel particles (first particles) are produced using a well-known atomization method, crushing method, rotating disk method, rotating electrode method, cavitation etching method, melt spinning method, and the like. From the viewpoint of manufacturing cost and uniformity, it is preferable to use an atomization method.

其次,藉由濕式球磨機、乾式球磨機、珠磨機等對所準備之不鏽鋼粒子(第1粒子)進行粉碎而製作經扁平化之不鏽鋼粒子(第2粒子)。就安全性及作業性之觀點而言,較佳為使用濕式球磨機。特別是,藉由使用直徑為1/4英吋以下之鋼球,可有效率地扁平化成作為目標之大小。又,粉碎時間較佳為1小時以上且48小時以下,更佳為3小時以上且10小時以下。 Next, the prepared stainless steel particles (first particles) are pulverized by a wet ball mill, dry ball mill, bead mill, etc., to produce flattened stainless steel particles (second particles). From the viewpoint of safety and workability, it is preferable to use a wet ball mill. In particular, by using a steel ball with a diameter of 1/4 inch or less, it can be efficiently flattened to the target size. Furthermore, the grinding time is preferably 1 hour or more and 48 hours or less, more preferably 3 hours or more and 10 hours or less.

亦可將所獲得之不鏽鋼粒子(第2粒子)用作薄片狀不鏽鋼粒子,但較佳為使用網眼150μm之網篩進行篩分,將通過篩網之不鏽鋼粒子(第3粒子)用作薄片狀不鏽鋼粒子。第3粒子係網眼150μm之網篩之通過率為99.0質量%以上之薄片狀不鏽鋼粒子。 The obtained stainless steel particles (second particles) can also be used as flake-shaped stainless steel particles, but it is preferable to use a 150μm mesh sieve for sieving, and use the stainless steel particles (third particles) that have passed through the screen as flakes Shaped stainless steel particles. The third particles are flaky stainless steel particles with a 150μm mesh with a pass rate of 99.0% by mass or more.

又,於上述篩分步驟中,亦可使用包含不鏽鋼之直徑為200mm以上且2000mm以下之篩網。於該情形時,篩網之磨耗或損傷較少,又,可有效率地進行篩分。又,於經過變形步驟之不鏽鋼粒子為漿料狀態之情形時,較佳為於利用礦油精等溶劑對該漿料進行洗淨後,進 行篩分步驟。使用之篩網之網眼150μm以下即可。 In addition, in the above-mentioned sieving step, a sieve containing stainless steel with a diameter of 200 mm or more and 2000 mm or less can also be used. In this case, the abrasion or damage of the screen is less, and the screening can be performed efficiently. In addition, when the stainless steel particles that have undergone the deformation step are in a slurry state, it is preferable to wash the slurry with a solvent such as mineral spirits, and then Line screening step. The mesh size of the used mesh is less than 150μm.

於上述內容中,不鏽鋼粒子(第1粒子)之D90較佳為5μm以上且50μm以下,更佳為40μm以下。於該情形時,可提高篩分後獲得之不鏽鋼粒子(第3粒子)之回收率。另一方面,於D90超過50μm之情形時,有篩分後獲得之不鏽鋼粒子(第3粒子)之回收率下降、或篩分步驟需要長時間之虞。又,於不鏽鋼粒子(第1粒子)D90未達5μm之情形時,其原料成本變高。 In the foregoing, the D 90 of the stainless steel particles (first particles) is preferably 5 μm or more and 50 μm or less, more preferably 40 μm or less. In this case, the recovery rate of stainless steel particles (third particles) obtained after sieving can be improved. On the other hand, when D 90 exceeds 50 μm, the recovery rate of stainless steel particles (third particles) obtained after sieving may decrease, or the sieving step may take a long time. In addition, when the stainless steel particles (first particles) D 90 is less than 5 μm, the raw material cost becomes high.

又,所製造之不鏽鋼粒子(第1粒子)之D50較佳為2μm以上且20μm以下。於該情形時,與上述同樣地亦可提高不鏽鋼粒子(第3粒子)之回收率。再者,所謂回收率係指最終獲得之不鏽鋼粒子(第3粒子)之質量相對於所使用之不鏽鋼粒子(第1粒子)之質量的比率。又,由於不鏽鋼粒子之D90及D50之含義、及其算出方法係與薄片狀不鏽鋼粒子之D90及D50相同,故而不再重複說明。 In addition, the D 50 of the stainless steel particles (first particles) produced is preferably 2 μm or more and 20 μm or less. In this case, the recovery rate of stainless steel particles (third particles) can also be increased in the same manner as described above. Furthermore, the so-called recovery rate refers to the ratio of the mass of the finally obtained stainless steel particles (third particles) to the mass of the stainless steel particles (first particles) used. In addition, since the meaning of D 90 and D 50 of stainless steel particles and the calculation method are the same as those of D 90 and D 50 of flaky stainless steel particles, the description will not be repeated.

根據以上所詳述之製造方法,可製造本發明中所使用之薄片狀不鏽鋼粒子。再者,本發明中所使用之薄片狀不鏽鋼粒子之製造方法並不限定於上述各步驟,可包括其他步驟。 According to the manufacturing method detailed above, the flaky stainless steel particles used in the present invention can be manufactured. Furthermore, the manufacturing method of the flaky stainless steel particles used in the present invention is not limited to the above steps, and may include other steps.

作為用以形成保護層2之塗料中所包含之樹脂,可自上述樹脂中適當選擇。 The resin contained in the paint for forming the protective layer 2 can be appropriately selected from the above-mentioned resins.

於為了形成保護層2而使用溶劑型塗料之情形時,作為該塗料中所包含之溶劑,可自醇系、二醇系、酮系、酯系、醚系、烴系等有機溶劑、水等中適當選擇。再者,塗料中之溶劑之調配量相對於樹脂100質量份,較佳為20質量份以上且80質量份以下。若溶劑少於20質量份,則塗料中之薄片狀不鏽鋼粒子之分散性變得不充分,若多於80質量份,則因溶劑之蒸發導致之環境污染成為問題。 When a solvent-based paint is used to form the protective layer 2, the solvent contained in the paint can be selected from organic solvents such as alcohols, glycols, ketones, esters, ethers, and hydrocarbons, water, etc. Choose appropriately. Furthermore, the compounding amount of the solvent in the paint is preferably 20 parts by mass or more and 80 parts by mass or less with respect to 100 parts by mass of the resin. If the solvent is less than 20 parts by mass, the dispersibility of the flaky stainless steel particles in the coating becomes insufficient, and if it is more than 80 parts by mass, environmental pollution due to evaporation of the solvent becomes a problem.

<作用效果> <Effects>

專利文獻1及專利文獻2中所記載之先前之保護層係硬度並不足 夠高。因此,於向模板投入預拌混凝土時因骨材碰撞至模板表面而保護層受損、或於施加振動時因骨材碰撞至模板表面而保護層受損。又,於進行脫模時,亦存在於現場作業時產生撞擊傷或擦傷之情形。若保護層受損,則無法獲得具有所需之外觀(光滑之表面)之混凝土成形體,又,無法反覆利用模板。 The hardness of the previous protective layer system described in Patent Document 1 and Patent Document 2 is insufficient High enough. Therefore, when the ready-mixed concrete is poured into the formwork, the protective layer is damaged due to the impact of the aggregate on the surface of the formwork, or when vibration is applied, the protective layer is damaged due to the impact of the aggregate on the surface of the formwork. In addition, during demolding, there are also situations where impact injuries or scratches occur during field operations. If the protective layer is damaged, the concrete formed body with the desired appearance (smooth surface) cannot be obtained, and the formwork cannot be repeatedly used.

與此相對,本實施形態之模板10具備之保護層2包含薄片狀不鏽鋼粒子21,故而具有高於先前之保護層之硬度。因此,可抑制如上所述之保護層之損傷,故而可製造所需之形狀之混凝土成形體,進而可反覆利用模板10。 In contrast, the protective layer 2 provided in the template 10 of the present embodiment includes flaky stainless steel particles 21, and therefore has a higher hardness than the previous protective layer. Therefore, the damage of the protective layer as described above can be suppressed, so a concrete formed body of a desired shape can be manufactured, and the form 10 can be used repeatedly.

又,包含樹脂之先前之保護層係硬度較低,故而易於產生不會對製作之混凝土成形體之形狀波及影響之程度的微細之龜裂。若於保護層產生微細之龜裂,則與其硬度較低相輔而亦有混凝土中之鹼成分等浸透性成分自龜裂浸透至保護層中,因此保護層之微細之龜裂發展成較大的損傷之虞。特別是,於基材為鋁或鋁合金之情形時,存在如下情形:鹼成分與鋁反應而腐蝕基材之表面,保護層本身自基材剝離,因此變得難以繼續用作模板。 In addition, the previous protective layer containing resin has a low hardness, so it is easy to produce fine cracks that will not affect the shape of the concrete formed body. If there are fine cracks in the protective layer, it will be supplemented by the lower hardness, and the alkali components in the concrete will also penetrate into the protective layer from the cracks, so the fine cracks in the protective layer will develop into larger ones. The danger of injury. In particular, when the substrate is aluminum or aluminum alloy, there are cases where the alkali component reacts with aluminum to corrode the surface of the substrate, and the protective layer itself peels off from the substrate, making it difficult to continue to be used as a template.

與此相對,於本實施形態中,可藉由配向至保護層2中之薄片狀不鏽鋼粒子而抑制鹼成分之浸透,故而可具有較高之耐蝕性,進而可抑制如上所述之問題之產生。特別是,於薄片狀不鏽鋼粒子21針對網眼150μm之篩網之通過率為99.0質量%以上之情形時,可更佳地排列薄片狀不鏽鋼粒子,故而可進一步有效率地抑制如上所述之問題之產生。又,於薄片狀不鏽鋼粒子21之D90為70μm以下之情形時、於D50為1μm以上且100μm以下之情形時、或於平均厚度(t)為0.01μm以上且1.00μm以下之情形時,亦可謂相同。 In contrast, in the present embodiment, the flaky stainless steel particles aligned to the protective layer 2 can suppress the penetration of alkali components, and therefore can have high corrosion resistance, thereby suppressing the above-mentioned problems. . In particular, when the flaky stainless steel particles 21 have a pass rate of 99.0% by mass or more with respect to the 150μm mesh, the flaky stainless steel particles can be arranged better, so the above-mentioned problems can be further effectively suppressed The production. In addition, when D 90 of the flaky stainless steel particles 21 is 70 μm or less, when D 50 is 1 μm or more and 100 μm or less, or when the average thickness (t) is 0.01 μm or more and 1.00 μm or less, It can be said to be the same.

又,於本實施形態中,模板10係於基材1與保護層2之間具備第1中間層3及第2中間層4。藉此,於假設保護層2已受損之情形時,亦可 抑制混凝土中之鹼成分等腐蝕成分與基材1之接觸。又,藉由具有此種其他層,可提高模板10整體之層間之密接性。 In addition, in this embodiment, the template 10 includes a first intermediate layer 3 and a second intermediate layer 4 between the base material 1 and the protective layer 2. In this way, when it is assumed that the protective layer 2 has been damaged, it can also be Inhibit the contact between the alkali component and other corrosive components in the concrete and the base material 1. In addition, by having such other layers, the adhesion between the entire layers of the template 10 can be improved.

[混凝土成形體及其製造方法] [Concrete forming body and its manufacturing method]

本實施形態之混凝土成形體係使用上述混凝土成形用模板而成形者,例如可列舉混凝土製之柱、壁。混凝土成形體可藉由以下方式製作。 The concrete forming system of the present embodiment is formed by using the above-mentioned concrete forming template, for example, concrete pillars and walls. The concrete formed body can be produced in the following manner.

首先,將上述混凝土成形用模板配置成所需之位置關係。此時,以與作為目標之混凝土成形體之形狀一致之方式設定由混凝土成形用模板形成的空間。 First, the above-mentioned concrete forming formwork is arranged in a desired positional relationship. At this time, the space formed by the formwork for concrete forming is set so as to match the shape of the target concrete forming body.

作為配置之混凝土成形用模板,可使用1個,亦可適當地組合2個以上等而使用。再者,於混凝土成形體之形狀複雜之情形時、例如於欲於混凝土成形體設置接縫槽之情形時,亦可於混凝土成形用模板配置接縫桿。 As a template for concrete forming to be arranged, one may be used, or two or more may be appropriately combined and used. Furthermore, when the shape of the concrete forming body is complicated, for example, when a joint groove is to be provided in the concrete forming body, the joint rod can also be arranged on the concrete forming template.

其次,向所配置之混凝土成形用模板內填充預拌混凝土。對所填充之預拌混凝土施加振動而進行壓實。於進行振動後,靜置預拌混凝土而使其固化。藉此,於混凝土成形用模板內成形混凝土成形體。亦可於填充預拌混凝土前,於保護層2之表面塗佈脫模劑。 Next, fill ready-mixed concrete into the placed concrete forming formwork. Vibration is applied to the filled ready-mixed concrete for compaction. After vibration, the ready-mixed concrete is allowed to solidify. Thereby, the concrete formed body is formed in the formwork for concrete forming. It is also possible to apply a release agent on the surface of the protective layer 2 before filling the ready-mixed concrete.

其次,將混凝土成形用模板與混凝土成形體分離。例如,可藉由自混凝土成形體剝離混凝土成形用模板而將兩者分離。 Secondly, the formwork for concrete forming is separated from the concrete forming body. For example, the two can be separated by peeling off the concrete forming formwork from the concrete forming body.

根據以上內容,可使用上述混凝土成形用模板製作混凝土成形體。 Based on the above, the above-mentioned template for concrete forming can be used to produce a concrete formed body.

本實施形態之混凝土成形體係使用上述混凝土成形用模板製作。上述混凝土成形用模板包含具有較高之硬度及較高之耐蝕性之保護層,故而因投入混凝土或進行振動引起之表面之損傷得到抑制。因此,所製作之混凝土成形體之表面變光滑,進而可使外觀優異。 The concrete forming system of this embodiment is produced using the above-mentioned template for concrete forming. The above-mentioned concrete forming form includes a protective layer with higher hardness and higher corrosion resistance, so that the surface damage caused by the concrete being poured or vibration is suppressed. Therefore, the surface of the produced concrete formed body becomes smooth, and the appearance can be improved.

[混凝土結構體及其製造方法] [Concrete structure and its manufacturing method]

本實施形態之混凝土結構體係具備成形之混凝土成形體者。即,混凝土結構體具備混凝土成形體即可,亦可具備其他構件。除使用本實施形態之混凝土成形用模板以外,藉由採用先前公知之方法製作混凝土結構體即可。 The concrete structure system of this embodiment is provided with a shaped concrete body. That is, the concrete structure only needs to be provided with a concrete formed body, and may be provided with other members. In addition to using the formwork for concrete forming of this embodiment, a concrete structure may be produced by a previously known method.

本實施形態之混凝土結構體具備使用上述混凝土成形用模板而製作之混凝土成形體,故而其表面變光滑,以之可使外觀優異。 The concrete structure of the present embodiment is provided with a concrete formed body produced using the above-mentioned concrete forming template, so the surface thereof is smoothed, so that the appearance can be excellent.

[實施例] [Example]

以下,列舉實施例而更詳細地對本發明進行說明,但本發明並不限定於該等實施例。 Hereinafter, the present invention will be described in more detail by enumerating examples, but the present invention is not limited to these examples.

<薄片狀不鏽鋼粒子之製作> <Production of flake stainless steel particles>

(薄片狀不鏽鋼粒子1) (Flake stainless steel particles 1)

準備D50為17μm且D90為37μm之球狀之不鏽鋼粉末(第1粒子)。將該不鏽鋼粒子(第1粒子)投入至放入有1/4英吋之鋼球之球磨機內而進行扁平化,從而製作薄片狀之不鏽鋼粒子(第2粒子)。其次,使用具有38μm之網眼之篩網對薄片狀不鏽鋼粒子(第2粒子)進行篩分。將通過篩網之糊狀之薄片狀不鏽鋼粒子(第3粒子)設為薄片狀不鏽鋼粒子1。 A spherical stainless steel powder (first particle) having D 50 of 17 μm and D 90 of 37 μm was prepared. The stainless steel particles (first particles) were put into a ball mill in which 1/4-inch steel balls were placed and flattened to produce flake-shaped stainless steel particles (second particles). Next, the flaky stainless steel particles (second particles) were sieved using a sieve with a mesh of 38 μm. The flaky stainless steel particles (third particles) in the paste form that passed through the mesh were designated as flaky stainless steel particles 1.

(薄片狀不鏽鋼粒子2) (Flake stainless steel particles 2)

使用具有150μm之網眼之篩網來代替具有38μm之網眼的篩網,除此之外,藉由與薄片狀不鏽鋼粒子1相同之方法而製作糊狀之薄片狀不鏽鋼粒子2。 A sieve with a mesh of 150 μm is used instead of a sieve with a mesh of 38 μm, except that the paste-like flaky stainless steel particles 2 are produced by the same method as the flaky stainless steel particles 1.

(薄片狀不鏽鋼粒子3) (Flake stainless steel particles 3)

使用D50為3μm且D90為5μm之球狀之不鏽鋼粉末(第1粒子)來代替D50為17μm且D90為37μm之球狀的不鏽鋼粉末(第1粒子),除此之外,藉由與薄片狀不鏽鋼粒子1相同之方法而製作糊狀之薄片狀不鏽鋼粒子3。 Use spherical stainless steel powder (first particle) with D 50 of 3 μm and D 90 of 5 μm instead of spherical stainless steel powder (first particle) with D 50 of 17 μm and D 90 of 37 μm. Otherwise, borrow The paste-like flaky stainless steel particles 3 are produced by the same method as the flaky stainless steel particles 1.

<薄片狀不鏽鋼粒子之評估> <Evaluation of flake stainless steel particles>

測定所獲得之糊狀之薄片狀不鏽鋼粒子1~3之固形物成分量(質量%)、D50及D90,進而使用網眼150μm之篩網對薄片狀不鏽鋼粒子1~3進行篩分,算出各粒子之通過率。固形物成分量、D50及D90、以及通過率係分別藉由以下之方法算出。將其結果示於表1。再者,於表1中,亦表示第1粒子之D50及D90、及第2粒子之篩分中所使用之篩網之網眼。 Measure the solid content (mass %), D 50 and D 90 of the obtained paste-like flaky stainless steel particles 1 to 3, and then use a 150μm mesh to screen the flaky stainless steel particles 1 to 3. Calculate the passing rate of each particle. The solid content, D 50 and D 90 , and pass rate are calculated by the following methods, respectively. The results are shown in Table 1. Furthermore, in Table 1, D 50 and D 90 of the first particle and the mesh of the sieve used in the sieving of the second particle are also shown.

(固形物成分量) (Solid content)

將所獲得之各糊採集至100ml之燒杯,添加礦油精而使其分散。其次,將其靜置至乾燥機內而使其乾燥,此後於乾燥器中冷卻至室溫為止。接著,測定燒杯內之殘渣之質量,藉由下述式(2)算出固形物成分量(質量%)。 The obtained pastes were collected into a 100 ml beaker, and mineral spirits were added and dispersed. Next, it is allowed to stand in a dryer to dry it, and thereafter it is cooled to room temperature in a dryer. Next, the mass of the residue in the beaker was measured, and the solid content (mass%) was calculated by the following formula (2).

固形物成分量(質量%)=(W2/W1)×100...(2) Solid content (mass%)=(W2/W1)×100...(2)

(式(2)中,W1表示乾燥前之糊之質量,W2表示乾燥及冷卻後之殘渣之質量)。 (In formula (2), W1 represents the mass of the paste before drying, and W2 represents the mass of the residue after drying and cooling).

(D50及D90) (D 50 and D 90 )

將各糊0.25g添加至10ml之甲苯而製備各試樣,使用粒徑分佈測定裝置(Microtrac HRA 9320-X100,霍尼韋爾(Honeywell)公司製造)進行試樣之粒徑分佈之測定而算出D50及D900.25 g of each paste was added to 10 ml of toluene to prepare each sample, and the particle size distribution of the sample was measured using a particle size distribution measuring device (Microtrac HRA 9320-X100, manufactured by Honeywell). D 50 and D 90 .

(通過率) (Passing rate)

藉由濕式篩網法,對所獲得之各糊測定網眼150μm之篩網之通過率。具體而言,將各糊30g轉移至150ml之燒杯內,向其漸漸地添加礦油精100ml而製備使糊分散所得之試樣。其次,將網眼150μm之篩網固定至回收容器(容器1)上,向該篩網之網上流入所製備之試樣。又,利用少量之礦油精對殘留於燒杯內之試樣進行洗淨,亦將該洗淨液流入至篩網之網上。 The passing rate of a sieve with a mesh of 150 μm was measured for each paste obtained by the wet sieve method. Specifically, 30 g of each paste was transferred to a 150 ml beaker, and 100 ml of mineral spirits was gradually added thereto to prepare a sample obtained by dispersing the paste. Next, a sieve with an opening of 150 μm is fixed to the recovery container (container 1), and the prepared sample is poured onto the mesh of the sieve. In addition, a small amount of mineral spirits is used to clean the sample remaining in the beaker, and the cleaning liquid is also poured into the screen of the screen.

其次,向可收容上述篩網之大小之回收容器(容器2)中添加礦油精,將礦油精裝填至該回收容器之深度之一半左右為止。接著,向該容器2中放入上述篩網,將上述篩網之網浸漬至礦油精之液面,藉此將殘留於網上之試樣浸漬至容器2內之礦油精。於該狀態下,使篩網振動而進行篩分。此後,置換容器2內之礦油精,再次進行上述篩分之操作。 Next, add mineral spirits to a recovery container (container 2) of the size that can accommodate the aforementioned screen, and fill the mineral spirits to about half the depth of the recovery container. Next, put the above-mentioned screen into the container 2 and immerse the net of the above-mentioned screen to the liquid surface of the mineral spirit, thereby immersing the sample remaining on the net into the mineral spirit in the container 2. In this state, the screen is vibrated to perform sieving. After that, the mineral spirits in the container 2 are replaced, and the above-mentioned sieving operation is performed again.

反覆進行上述操作,於自篩網之網篩落至礦油精內之試樣消失之階段、即通過篩網的網之薄片狀不鏽鋼粒子消失階段結束篩分。再者,藉由目視而確認有無通過篩網之網之薄片狀不鏽鋼粒子。 Repeat the above operations, and end the sieving at the stage when the sample falling from the sieve to the mineral spirit disappears, that is, when the flaky stainless steel particles passing through the sieve disappear. Furthermore, the presence or absence of flaky stainless steel particles passing through the mesh of the screen was confirmed by visual inspection.

接著,將於網上殘留有試樣之篩網載置至保持為105±2℃之乾燥機中進行乾燥,此後進行冷卻。最後,回收網上之經乾燥之薄片狀不鏽鋼粒子,根據上述式(1)而算出糊中之薄片狀不鏽鋼粒子之網眼150μm之篩網的通過率(質量%)。 Next, the sieve with the sample remaining on the net is placed in a dryer maintained at 105±2°C for drying, and then cooled. Finally, the dried flaky stainless steel particles on the net are recovered, and the pass rate (mass%) of the 150μm sieve of the flaky stainless steel particles in the paste is calculated according to the above formula (1).

再者,進行篩分前之薄片狀不鏽鋼粒子之質量係設為藉由如下方式獲得之薄片狀不鏽鋼粒子的質量:將糊10g載置至保持為105±2℃之乾燥機中進行乾燥,此後進行冷卻。 Furthermore, the mass of the flaky stainless steel particles before sieving is the mass of the flaky stainless steel particles obtained as follows: 10g of the paste is placed in a dryer maintained at 105±2°C for drying, and thereafter Cool down.

Figure 104131492-A0202-12-0018-1
Figure 104131492-A0202-12-0018-1

參照表1,包含薄片狀不鏽鋼粒子1~3(於表1中,分別表示為粒子1、粒子2及粒子3)之糊中之固形物成分量均為90質量%,150μm之網眼之篩網之通過率均為99.9%。又,薄片狀不鏽鋼粒子1~3之D50及D90分別如表1所示。 Referring to Table 1, the solid content in the paste containing flaky stainless steel particles 1 to 3 (in Table 1, represented as particles 1, particle 2 and particle 3) are all 90% by mass, 150μm mesh sieve The pass rate of the net is 99.9%. In addition, the D 50 and D 90 of the flaky stainless steel particles 1 to 3 are shown in Table 1, respectively.

<混凝土成形用模板之製作> <Production of formwork for concrete forming>

(實施例1) (Example 1)

準備作為純度為99.00%以上之1000系鋁之JIS-A1100-H24之300mm×300mm(厚度為1mm)的板,對板之表面進行除脂處理,藉此準備基材。 Prepare a JIS-A1100-H24 300mm×300mm (thickness 1mm) board of 1000 series aluminum with a purity of 99.00% or more, and perform degreasing treatment on the surface of the board to prepare the substrate.

於所準備之基材之一表面,形成作為化合物覆膜之六價鉻酸鹽覆膜(厚度:1μm以下)作為第1中間層。 On one surface of the prepared substrate, a hexavalent chromate coating (thickness: 1 μm or less) as a compound coating is formed as a first intermediate layer.

其次,藉由噴霧塗裝法於第1中間層上塗佈中塗塗料而作為第2中間層,於120℃下乾燥20分鐘,藉此形成中塗塗膜(厚度:10μm)。於中塗塗料中,使用環氧底塗劑(TOHPE股份有限公司製造,製品名:「metal under#600T」)。 Next, an intermediate coating was applied to the first intermediate layer as a second intermediate layer by a spray coating method, and dried at 120° C. for 20 minutes to form an intermediate coating film (thickness: 10 μm). In the intermediate coating, epoxy primer (manufactured by TOHPE Co., Ltd., product name: "metal under#600T") is used.

其次,於第2中間層上形成保護層,完成實施例1之混凝土成形用模板。保護層係藉由以下方式形成。 Next, a protective layer was formed on the second intermediate layer to complete the formwork for concrete forming of Example 1. The protective layer is formed in the following manner.

首先,製備按照以質量比計4:1之比率調配包含表2所示之成分之主劑及硬化劑所得之塗料。其次,添加表2之溶劑A稀釋塗料,直 至該塗料之黏度成為對噴霧塗裝而言為最佳之黏度為止。接著,藉由噴霧塗裝法塗佈稀釋後之塗料,於80℃下乾燥30分鐘。藉此,保護層(厚度:40μm)形成於第2中間層上。 First, prepare a paint obtained by mixing the main agent and hardener containing the ingredients shown in Table 2 at a ratio of 4:1 by mass. Secondly, add solvent A in Table 2 to dilute the paint, straight Until the viscosity of the coating becomes the best viscosity for spray coating. Next, the diluted paint was applied by spray coating and dried at 80°C for 30 minutes. Thereby, the protective layer (thickness: 40 μm) was formed on the second intermediate layer.

Figure 104131492-A0202-12-0019-3
Figure 104131492-A0202-12-0019-3

再者,表2所示之溶劑A包含以下所示之成分。 Furthermore, the solvent A shown in Table 2 contains the components shown below.

乙酸乙酯:30質量% Ethyl acetate: 30% by mass

乙酸丁酯:10質量% Butyl acetate: 10% by mass

高沸點溶劑#100(Godo溶劑股份有限公司製造):20質量% High boiling point solvent #100 (manufactured by Godo Solvent Co., Ltd.): 20% by mass

二甲苯:30質量% Xylene: 30% by mass

乙二醇單乙醚乙酸酯:10質量%。 Ethylene glycol monoethyl ether acetate: 10% by mass.

又,表2所示之[固形物成分比率]為各成分中之固形物成分比率。例如,表示主劑中所包含之薄片狀不鏽鋼粒子1為糊狀,其中90質量%為固形物成分比率(薄片狀不鏽鋼粒子之質量)。 In addition, the [solid content ratio] shown in Table 2 is the solid content ratio in each component. For example, it means that the flaky stainless steel particles 1 contained in the main agent are paste-like, and 90% by mass is the solid content ratio (the mass of the flaky stainless steel particles).

(實施例2) (Example 2)

於實施例2中,藉由噴霧塗裝塗佈包含表3所示之成分之塗料,於80℃下乾燥30分鐘,之後以190℃進行20分鐘之燒接,藉此形成保護層,除此之外,與實施例1相同地製造混凝土成形用模板。 In Example 2, a coating containing the ingredients shown in Table 3 was applied by spray coating, dried at 80°C for 30 minutes, and then fired at 190°C for 20 minutes to form a protective layer. Except for the above, in the same manner as in Example 1, a formwork for concrete forming was produced.

Figure 104131492-A0202-12-0020-4
Figure 104131492-A0202-12-0020-4

表3所示之溶劑B包含以下所示之成分。 Solvent B shown in Table 3 contains the components shown below.

丁基纖維素:55質量% Butyl cellulose: 55% by mass

甲基乙基酮:45質量%。 Methyl ethyl ketone: 45% by mass.

(實施例3) (Example 3)

於實施例3中,利用毛刷於保護層上進而塗佈滑劑(相模股份有限公司製造,製品名:「sanamold No-2」)而形成表面層,除此之外,與實施例1相同地製作混凝土成形用模板。 In Example 3, a brush was used to coat the protective layer and then coated with a lubricant (manufactured by Sagami Co., Ltd., product name: "sanamold No-2") to form a surface layer, except that it was the same as Example 1. Ground production of templates for concrete forming.

(實施例4) (Example 4)

於實施例4中,使用薄片狀不鏽鋼粒子2代替薄片狀不鏽鋼粒子1,進而形成與實施例3相同之表面層,除此之外,與實施例1相同地製作混凝土成形用模板。 In Example 4, the flaky stainless steel particles 2 were used instead of the flaky stainless steel particles 1 to form the same surface layer as in Example 3, except that the formwork for concrete forming was produced in the same manner as in Example 1.

(實施例5) (Example 5)

於實施例5中,使用薄片狀不鏽鋼粒子3代替薄片狀不鏽鋼粒子1,進而形成與實施例3相同之表面層,除此之外,與實施例1相同地製作混凝土成形用模板。 In Example 5, the flaky stainless steel particles 3 were used instead of the flaky stainless steel particles 1 to form the same surface layer as in Example 3, except that the formwork for concrete forming was produced in the same manner as in Example 1.

(比較例1) (Comparative example 1)

於比較例1中,將實施例1之基材(其中,實施除脂處理)設為混凝土成形用模板。 In Comparative Example 1, the base material of Example 1 (wherein, degreasing treatment was performed) was used as a template for concrete forming.

(比較例2) (Comparative example 2)

於比較例2中,塗佈丙烯酸系樹脂塗料(TOHPE股份有限公司製造,製品名:「Toa GP Paint」)形成保護層(厚度:30μm)來代替實施例1之保護層,除此之外,與實施例1相同地製作。 In Comparative Example 2, acrylic resin paint (manufactured by TOHPE Co., Ltd., product name: "Toa GP Paint") was applied to form a protective layer (thickness: 30 μm) instead of the protective layer of Example 1. In addition, It was produced in the same manner as in Example 1.

(比較例3) (Comparative example 3)

於比較例3中,塗佈氟樹脂塗料(TOHPE股份有限公司製造,製品名:「NEW GAMET#2000」)形成保護層(厚度:30μm)來代替實施例1之保護層,除此之外,與實施例1相同地製作。 In Comparative Example 3, a fluororesin coating (manufactured by TOHPE Co., Ltd., product name: "NEW GAMET#2000") was applied to form a protective layer (thickness: 30 μm) instead of the protective layer of Example 1. In addition, It was produced in the same manner as in Example 1.

<硬度之評估> <Evaluation of Hardness>

測定實施例1~5及比較例1~3之混凝土成形用模板之形成有保護層之側的表面之硬度。硬度之測定係依據JIS K5600-5-4。將其結果示於表4。 The hardness of the surface on the side where the protective layer was formed of the concrete forming formwork of Examples 1 to 5 and Comparative Examples 1 to 3 was measured. The hardness measurement is based on JIS K5600-5-4. The results are shown in Table 4.

<與混凝土成形體之剝離性之評估> <Evaluation of peelability from concrete forming bodies>

將實施例1~5及比較例1~3之混凝土成形用模板設置為底面,於該混凝土成形用模板上載置內部尺寸為縱12cm×橫20cm×高25cm之木製之模板,藉此分別製作用以供預拌混凝土流入之混凝土成形用模板結構體。 The concrete forming formwork of Examples 1 to 5 and Comparative Examples 1 to 3 was set as the bottom surface, and a wooden formwork with internal dimensions of 12cm in length×20cm in width×25cm in height was placed on the form for concrete forming to make the A formwork structure for concrete forming for the inflow of ready-mixed concrete.

向該等混凝土成形用模板結構體之內部流入預拌混凝土至20cm之高度為止。此後,於使用振搗器對所流入之預拌混凝土進行振動後,放置5天而使預拌混凝土固化。 The ready-mixed concrete is poured into the formwork structure for concrete forming to a height of 20 cm. After that, after vibrating the poured ready-mixed concrete with a vibrator, it is left for 5 days to solidify the ready-mixed concrete.

此後,將混凝土成形用模板結構體分解,藉此自混凝土成形體剝離混凝土成形用模板,目視觀察剝離後之混凝土成形用模板之表面狀態、及混凝土成形體之表面狀態。再者,於進行目視時,在混凝土成形用模板之表面狀態光滑之情形時,使用該混凝土成形用模板反覆進行混凝土成形體之製作。將其結果示於表4。 After that, the formwork structure for concrete forming was disassembled to peel off the formwork for concrete forming from the concrete forming body, and the surface state of the formwork for concrete forming after peeling off and the surface state of the concrete forming body were visually observed. Furthermore, when the surface of the concrete forming formwork is smooth during visual inspection, the concrete forming formwork is used repeatedly to produce the concrete forming body. The results are shown in Table 4.

Figure 104131492-A0202-12-0022-5
Figure 104131492-A0202-12-0022-5

於表4中,在「保護層」之欄中,表示保護層中所包含之薄片狀不鏽鋼粒子之種類、及樹脂之種類。於「硬度」之欄中,表示藉由上述方法而測定到之硬度之結果。再者,於4H與2H中,4H之硬度更高。 In Table 4, the "protective layer" column indicates the type of flaky stainless steel particles contained in the protective layer and the type of resin. The column of "Hardness" shows the result of the hardness measured by the above method. Furthermore, among 4H and 2H, 4H has a higher hardness.

如表4所示,實施例1~5之混凝土成形用模板之保護層具有4H之硬度。再者,可根據如下情形理解於實施例1~5之混凝土成形用模板之表面側測定到之硬度為保護層的硬度:即便實施例3~5具有表面層,亦表現出與實施例1及2相同之硬度(4H),具有不包含薄片狀不鏽鋼粒子之保護層之比較例2及3之硬度為2H。 As shown in Table 4, the protective layer of the concrete forming formwork of Examples 1 to 5 has a hardness of 4H. Furthermore, it can be understood that the hardness measured on the surface side of the formwork for concrete forming in Examples 1 to 5 is the hardness of the protective layer according to the following circumstances: Even though Examples 3 to 5 have a surface layer, they are similar to those of Examples 1 and 5 2 The same hardness (4H), and the hardness of Comparative Examples 2 and 3 with a protective layer that does not contain flaky stainless steel particles is 2H.

又,於實施例1~5中,在反覆使用同一混凝土成形用模板10次之情形時,混凝土成形體與混凝土成形用模板之剝離性亦良好,不存在如於混凝土成形用模板之表面附著混凝土成形體之一部分之情形,混凝土成形體及混凝土成形用模板均為光滑之表面狀態。推測其原因在於,形成於實施例1~5之混凝土成形用模板之表面之保護層的硬度 較高,又,具有較高之耐蝕性,故而因振動等引起之保護層之損傷得到抑制。 In addition, in Examples 1 to 5, when the same concrete forming formwork was repeatedly used 10 times, the peelability between the concrete forming body and the concrete forming formwork was also good, and there was no such thing as attaching concrete to the surface of the concrete forming formwork. In the case of a part of the forming body, the concrete forming body and the formwork for concrete forming have smooth surface conditions. It is presumed that the reason lies in the hardness of the protective layer formed on the surface of the concrete forming formwork of Examples 1 to 5 It is higher and has higher corrosion resistance, so the damage of the protective layer caused by vibration etc. is suppressed.

又,可知實施例1~4之保護層具有高於實施例5之硬度。推測其原因在於,實施例1~4中所使用之薄片狀不鏽鋼粒子1及2之D50大於實施例5中所使用之薄片狀不鏽鋼粒子3的D50In addition, it can be seen that the protective layers of Examples 1 to 4 have higher hardness than that of Example 5. The reason for this presumably is that, in Examples 1 to 4 used in the sheet-shaped stainless steel particles of 1 and 2 is greater than D 50 D flaky particles of Example 5 the stainless steel used in 50 of the third embodiment.

另一方面,於比較例1中,自第1次使用開始,混凝土成形用模板之表面既已腐蝕。又,混凝土成形用模板與混凝土成形體之剝離亦較為困難,所獲得之混凝土成形體之表面並非為光滑之狀態。推測其原因在於,因混凝土中之鹼成分與鋁反應而於基材之表面發生腐蝕,故而因其影響而所獲得之混凝土之表面狀態並不光滑。進而,亦推測出如下情形:伴隨於此,混凝土與基材牢固地黏合,故而剝離變困難,剝離後之混凝土成形體之表面狀態不會變光滑。 On the other hand, in Comparative Example 1, since the first use, the surface of the formwork for concrete forming has been corroded. In addition, it is also difficult to separate the formwork for concrete forming from the concrete forming body, and the surface of the obtained concrete forming body is not in a smooth state. It is presumed that the reason is that the surface of the base material is corroded due to the reaction of the alkali component in the concrete with aluminum, so the surface condition of the obtained concrete is not smooth due to its influence. Furthermore, it is also speculated that the concrete and the base material are strongly bonded together with this, so peeling becomes difficult, and the surface state of the concrete formed body after peeling does not become smooth.

又,於比較例2及比較例3中,第1次之脫模性良好,所獲得之混凝土成形體之表面為光滑之狀態。然而,於進行5次之反覆使用之階段,混凝土成形用模板之表面腐蝕,此時所獲得之混凝土成形體之表面並非為光滑之狀態。推測其原因係由如下結果所導致:於反覆使用之次數較少之階段,包含樹脂之保護層可發揮功能,但隨著反覆使用之次數增加而產生因振動等引起之保護層之損傷或略微之龜裂等,從而鹼成分自該等部位浸透,漸漸地發生基材之腐蝕。 Moreover, in Comparative Example 2 and Comparative Example 3, the first demoldability was good, and the surface of the obtained concrete formed body was in a smooth state. However, in the stage of repeated use for 5 times, the surface of the concrete forming form was corroded, and the surface of the concrete formed body obtained at this time was not in a smooth state. It is presumed that the reason is caused by the following results: in the stage where the number of repeated uses is small, the protective layer containing resin can function, but as the number of repeated uses increases, the protective layer is damaged or slightly damaged due to vibration, etc. Cracks, etc., so that the alkali component penetrates from these parts, and the corrosion of the substrate gradually occurs.

如上所述般對本發明之實施形態及實施例進行了說明,但最初亦預定適當地組合上述各實施形態與實施例之構成。 The embodiments and examples of the present invention have been described as described above, but it is also planned to appropriately combine the configurations of the above-mentioned embodiments and examples at first.

應認為本次所揭示之實施形態及實施例於所有方面均為例示,且並非為限制性者。本發明之範圍係由申請專利範圍表示而並非上述說明,且意欲包含與申請專利範圍均等之含義及範圍內之所有變更。 It should be considered that the embodiments and examples disclosed this time are illustrative in all aspects and not restrictive. The scope of the present invention is indicated by the scope of the patent application rather than the above description, and is intended to include the meaning equivalent to the scope of the patent application and all changes within the scope.

1‧‧‧基材 1‧‧‧Substrate

1a‧‧‧表面 1a‧‧‧surface

1b‧‧‧表面 1b‧‧‧surface

2‧‧‧保護層 2‧‧‧Protection layer

3‧‧‧第1中間層 3‧‧‧The first middle layer

4‧‧‧第2中間層 4‧‧‧Second middle layer

10‧‧‧混凝土成形用模板 10‧‧‧Formwork for concrete forming

II‧‧‧區域 II‧‧‧Region

Claims (7)

一種混凝土成形用模板,其具備:基材;及保護層,其設置於上述基材之表面之至少一部分;並且上述保護層包含薄片狀不鏽鋼粒子;上述薄片狀不鏽鋼粒子之網眼150μm之篩網之通過率為99.0質量%以上。 A formwork for concrete forming, comprising: a base material; and a protective layer provided on at least a part of the surface of the base material; and the protective layer includes flaky stainless steel particles; a mesh of 150 μm mesh of the flaky stainless steel particles The pass rate is over 99.0% by mass. 如請求項1之混凝土成形用模板,其中上述基材包含鋁或鋁合金中之至少任一種。 The formwork for concrete forming according to claim 1, wherein the base material includes at least any one of aluminum or aluminum alloy. 如請求項1或2之混凝土成形用模板,其中上述保護層包含5質量%以上且58質量%以下之上述薄片狀不鏽鋼粒子。 The formwork for concrete forming according to claim 1 or 2, wherein the protective layer contains 5 mass% or more and 58 mass% or less of the flaky stainless steel particles. 一種混凝土成形體,其係由如請求項1之混凝土成形用模板成形。 A concrete forming body formed by the formwork for concrete forming according to claim 1. 一種混凝土結構體,其具備如請求項4之混凝土成形體。 A concrete structure provided with the concrete formed body according to claim 4. 一種混凝土成形體之製造方法,其具備如下步驟:將1個或2個以上之如請求項1之混凝土成形用模板配置成所需之位置關係,向上述混凝土成形用模板內填充預拌混凝土之步驟;及將上述預拌混凝土固化而成之混凝土成形體與上述混凝土成形用模板分離之步驟。 A method for manufacturing a concrete forming body, comprising the steps of: arranging one or more concrete forming templates as in claim 1 into a desired positional relationship, and filling the above-mentioned concrete forming templates with ready-mixed concrete Step; and the step of separating the concrete forming body formed by curing the ready-mixed concrete from the above-mentioned concrete forming formwork. 一種混凝土結構體之製造方法,其具備如下步驟:使用藉由如請求項6之製造方法所製造之混凝土成形體而製造混凝土結構體之步驟。 A method of manufacturing a concrete structure, comprising the steps of: using a concrete formed body manufactured by the manufacturing method of claim 6 to manufacture a concrete structure.
TW104131492A 2014-09-25 2015-09-23 Formwork for concrete forming, concrete forming body formed by the concrete forming body, concrete structure using concrete forming body, method of manufacturing concrete forming body, and method of manufacturing concrete structure TWI701376B (en)

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